This paper presents preliminary analyses carried out in order to assess the possibility to treat a small simple catchment as linear reservoir when modeling the runoff from a precipitation event. This analysis was carried out for the catchment of Černá Desná stream to the profile Jezdecká. The applicability of linear reservoir concept was tested by calculating the recession constant values for hydrographs falling limbs which were then evaluated in a statistical way. Specifically, five events were selected for the detail analysis. The results indicate that the linear reservoir concept can be applied in this case to predict relatively well the discharges in next 48 h. However, the results also show that there are limitations in the application...
Abstract: The runoff coefficient, estimated as the ratio between quick flow and rainfall volume, on ...
Modelling the rainfall-runoff task is a challenging task, especially if flood forecasting in small c...
This paper deals with evaluating the impact of small reservoirs on flood events. The system of small...
This paper presents preliminary analyses carried out in order to assess the possibility to treat a s...
Although catchment behaviour during recession periods is better identifiable than in other periods, ...
Predicting water runoff in ungauged water catchment areas is vital to practical applications such as...
Identification of physical processes occurred in the watershed is one of the main tasks in hydrology...
For more than a century, the study of streamflow recession has been dominated by seemingly physicall...
[1] The relation between storage and discharge is an essential characteristic of many rainfall-runof...
In the case of ungauged catchments, different procedures can be used to derive the design hydrograph...
An appropriately simple event runoff model for catchment hydrological studies was derived. The model...
This research aims to analyse discharge and loss predictions of lumped conceptual hydrologic models ...
In the case of ungauged catchments, different procedures can be used to derive the design hydrograph...
The main objective of this study is to develop a model procedure for predicting low flows for a larg...
In the previous paper, we concluded that flood hydrographa from the whole river basin(4. 4 k㎡) can b...
Abstract: The runoff coefficient, estimated as the ratio between quick flow and rainfall volume, on ...
Modelling the rainfall-runoff task is a challenging task, especially if flood forecasting in small c...
This paper deals with evaluating the impact of small reservoirs on flood events. The system of small...
This paper presents preliminary analyses carried out in order to assess the possibility to treat a s...
Although catchment behaviour during recession periods is better identifiable than in other periods, ...
Predicting water runoff in ungauged water catchment areas is vital to practical applications such as...
Identification of physical processes occurred in the watershed is one of the main tasks in hydrology...
For more than a century, the study of streamflow recession has been dominated by seemingly physicall...
[1] The relation between storage and discharge is an essential characteristic of many rainfall-runof...
In the case of ungauged catchments, different procedures can be used to derive the design hydrograph...
An appropriately simple event runoff model for catchment hydrological studies was derived. The model...
This research aims to analyse discharge and loss predictions of lumped conceptual hydrologic models ...
In the case of ungauged catchments, different procedures can be used to derive the design hydrograph...
The main objective of this study is to develop a model procedure for predicting low flows for a larg...
In the previous paper, we concluded that flood hydrographa from the whole river basin(4. 4 k㎡) can b...
Abstract: The runoff coefficient, estimated as the ratio between quick flow and rainfall volume, on ...
Modelling the rainfall-runoff task is a challenging task, especially if flood forecasting in small c...
This paper deals with evaluating the impact of small reservoirs on flood events. The system of small...